Please use this identifier to cite or link to this item: http://hdl.handle.net/11455/34558
DC FieldValueLanguage
dc.contributor盧昭堯zh_TW
dc.contributor周憲德zh_TW
dc.contributor賴進松zh_TW
dc.contributor劉格非zh_TW
dc.contributor.advisor陳樹群zh_TW
dc.contributor.authorYen, Shiao-Chiaen_US
dc.contributor.author嚴曉嘉zh_TW
dc.contributor.other中興大學zh_TW
dc.date2008zh_TW
dc.date.accessioned2014-06-06T07:47:56Z-
dc.date.available2014-06-06T07:47:56Z-
dc.identifierU0005-2507200710301100zh_TW
dc.identifier.citation1. 王凱立(2005),「河川濱水帶適生植物及其水流阻力之研究」,國立中興大學水土保持學系研究所碩士論文。 2. 吳沛倫(2001),「不均勻橋墩及群樁基礎之局部沖刷研究」,國立中央大學土木工程研究所碩士論文。 3. 林杰熙、黃宏斌(1994),「排列密度對阻力係數之影響探討」,台灣水利,42(3):22-30。 4. 張乃薇(2006),「植生渠床之定量緩變速流研究」,國立成功大學水利及海洋工程研究所碩士論文。 5. 呂珍謀、賴泉基、詹勳全、李明靜(2005),「透水與非透水結構物附近流場比較」,台灣水利,53(4):46-52。 6. Baptist, M.J., 2003, “A flume experiment on sediment transport with flexible submerged vegetation,” International workshop on Riparian Forest vegetated channels: hydraulic, morphological and ecological aspects, Trento, Italy. 7. Brookes, A., Shields Jr., F.D., 1996, River Channel Restoration: Guiding principles for sustainable projects, Wiley, Chichester, England. 8. Chow, V.T., 1959, Open Channel Hydraulics, pp.108-114, McGraw-Hill, New York. 9. Elliott, A.H., 2000, “Settling of Fine Sediment In A Channel with Emergent Vegetation,” J. Hydraulic Eng., pp. 570-577. 10. Fairbanks, J., and Diplas, P., 1998, “Turbulence characteristics of flows through partially and fully submerged vegetation,” Proc., Wet-lands Engineering and River Restoration Conf., Denver, pp. 865-870. 11. Järvelä, J., 2005, “Effect of submerged flexible vegetation on flow structure and resistance,” J. Hydrology, 307: 233-241. 12. Jamal, M.V., Samani and Kouwen, N., 2002, “Stability and Erosion in Grassed Channels,” J. Hydraulic Eng., ASCE, 128(1): 40-45. 13. Jin, C.X., and Römkens., M.J.M., 2001, “Sediment Trapping by Vegetative Filter Strips,” J. Sediment Res., 15(2): 233-244. 14. Koloseus, H.J., and Davidian, J., 1966, “Free surface instabilities correlations,” Geological Survey Water-Supply, 1592, p. 72. 15. Kouwen, N., Unny, T.E., and Hill, H.M., 1969, “Flow retardance in vegetated channels,” J. the Irrigation and Drainage Division, ASCE, 95(2): 329-342. 16. Michalke, A., 1965, “On spatially growing disturbances in an inviscid shear stress,” J. Fluid Mech, 23: 521-544 17. Nepf, H.M., 1999, “Drag, turbulence, and diffusion in flow through emergent vegetation,” Water Resource Research, 35: 479-489. 18. Nepf, H.M., and Vivoni, E.R., 2000, “Flow structure in depth-limited, vegetated flow,” J. Geophysical Res., 105(12): 28547-28557. 19. Subhasish, D., and Barbhuiya, A.K., 2006, “Velocity and turbulence in a scour hole at a vertical-wall abutment,” Flow Measurement and Instrumentation, 17: 13-21. 20. Tsujimoto, T., Shimizu, Y., Kitamura, T., and Okada, T., 1992, “Turbulent open-chiannal flow over bed covered by rigid vegetation,” J. Hydraulic Eng., ASCE, 10(2): 13-25. 21. Tsujimoto, T., 2000, “Fluvial processes in streams with vegetation,” J. Hydraulic Res., 37(6): 789-803. 22. Wu, F.C., Shen, H.W., and Chou, Y.J., 1999, “Variation of roughness coefficients for unsubmerged and submerged vegetation,” J. Hydraulic Eng., ASCE, 125(9): 934-942. 23. Wilson, C.A.M.E., Stoesser, T., Bates, P.D., and Batemann Pinzen, A., 2003, “Open Channel Flow through Different Forms of Submerged Flexible Vegetation,” J. Hydraulic Eng., ASCE, 129(11): 847-853.zh_TW
dc.identifier.urihttp://hdl.handle.net/11455/34558-
dc.description.abstract本研究以具倒伏透水性之模擬植生為基材,共進行動床清水沖刷及定床加砂落淤實驗;於動床清水沖刷實驗中,固定渠槽坡度(S=0.001)及流量(Q=0.011cms)條件,本研究將植生擺設為橋台、丁壩、江心洲與固床工四種型態,並以四種植生排列密度(D=0.056、D=0.127、D=0.226、D=1(硬式結構物))觀察植生影響水流紊動與床砂面發展型態之交互關係;根據實驗結果之水理分析發現,四種擺設型態所造成阻水斷面比、邊壁阻擋與植生倒伏程度三者,為影響水流紊動強度與擴散方式差異主因;植生透水特性降低水流紊動強度,亦因植生倒伏擺盪而將紊流動能往近液面與下游傳遞,此現象具有減緩沖刷能力集中效果;而流速減緩探討上,橋台擺設在上游迎水面產生最大流速減緩率,江心洲擺設則在下游流速減緩具有明顯效果,尤其在植生密度D=0.127時,平均流速降低166%,紊流動能值高達80,顯示落淤最為集中;根據床面型態分析發現,橋台、丁壩、江心洲與固床工型態所對應沖刷坑外型分別為:狹長型、L型、橢圓與寬窄型,植生密度僅造成沖刷程度差異,於沖刷坑型態上無明顯變化;而在沖刷體積探討上,結構物鄰近帶為主要沖刷發展區,於各型態下其沖刷量均可達總沖刷50%以上,且橋台與丁壩型態易造成沖刷上游擴張,江心洲具導向沖刷能力,固床工則僅於結構物鄰近帶產生沖刷,影響範圍為四種型態最小。 在定床落淤實驗,主要則以固床工之擺設觀察底床植生對植生緩流落淤現象,實驗結果發現植生密度為影響植株叢上游湧水與下游迴流現象產生程度差異之主因,進而改變囚砂效率;本研究於植生密度D=0.226時,囚砂率高達80%。zh_TW
dc.description.abstractThe study used the simulated vegetation to proceed the mobile bed and non-mobile bed experiments with fixed channel slope (0.001). In mobile bed experiments, the simulated vegetation were arranged as abutment, spur dike, sand bar and sill with four density (D=0.056, 0.127, 0.226 and 1) and fixed discharge (0.011 cms). According to the mobile bed experiments data, the arranged types, wall effect and vegetation proneness are the main reasons to affect the turbulence intensity and diffusion. Porous and flexible properties of vegetation results in a decrease of turbulence kinetic energy and for a proportion of the surface region flow above. The upstream and downstream mean velocity have the most reduction in abutment and sand bar arranged type experiments, respectively. Especially, the sand bar arranged type experiment with D=0.127, the reduction of the downstream mean velocity is 166%. The shapes of scour hole in abutment, spur dike, sand bar and sill are slender, L-shaped, ellipse and narrow, respectively. Different vegetation density only affects the scour volume and has no obvious influence in shape of scour hole. More than 50% of the total scour volume centralizes within 15cm to any vegetation structure in the experiments. The scour zone develops toward upstream in the abutment and spur dike arranged type experiments and downstream in the sand bar arranged type experiments. In the non-mobile bed experiments, the study observes the sediment deposition caused by vegetation. According to the non-mobile bed experiment data, the vegetation density is the main reason to affect the surge in the upstream, the clockwise vortices in the downstream and the sediment deposition volume. The experiment in D=0.226 has the largest sediment deposition volume, 80% of the total sediment, in all non-mobile bed experiments.en_US
dc.description.tableofcontents摘要 I Abstract II 目錄 III 圖目錄 V 表目錄 VII 一、 緒論 1 1.1 研究動機與目的 1 1.2 研究方法 2 1.3 本文組織 3 二、 文獻回顧 4 2.1 植生阻力係數探討 4 2.2 植生水力特徵 5 2.3 植生影響泥砂運移特性 7 2.4 小結 8 三、 實驗渠槽設計與實驗流程 9 3.1 實驗目的 9 3.2 實驗渠槽 9 3.3 實驗材料與配置 11 3.4 實驗儀器 13 3.4.1 流速量測儀 13 3.4.2 高速攝影機 13 3.4.3 供砂系統 14 3.4.4 床砂剖面量測 15 3.5 實驗流程 16 3.5.1 動床清水沖刷實驗步驟 16 3.5.2 定床加砂落淤實驗步驟 18 3.6 實驗基本假設 20 3.6.1 動床清水沖刷實驗 20 3.6.2 定床加砂落淤實驗 20 3.7 實驗條件 21 3.7.1 動床清水沖刷實驗 22 3.7.2 定床加砂落淤實驗 23 四、 動床實驗之現象探討與結果分析 26 4.1 實驗概要 26 4.2 動床清水沖刷之實驗現象 27 4.2.1 橋台擺設型態實驗現象 29 4.2.2 丁壩擺設型態實驗現象 32 4.2.3 江心洲擺設型態實驗現象 35 4.2.4 固床工擺設型態實驗現象 38 4.2.5 四種擺設型態於沖刷過程與流場比較 41 4.3 動床實驗之水理分析 41 4.3.1 無因次流速剖面 41 4.3.2 平均流速分析 49 4.3.3 紊流動能 51 4.4 動床實驗之床面型態分析 55 4.4.1 各擺設型態實驗紀錄 55 4.4.2 沖淤深度與沖淤長度分析 64 4.4.3 沖刷坑長度型態因子分析 66 4.4.4 沖刷坑體積型態因子分析 67 4.5 動床實驗小結 70 五、 定床之實驗現象探討與結果分析 74 5.1 定床加砂落淤之實驗現象 74 5.2 實驗之水理分析 79 5.2.1 無因次流速剖面分析 79 5.2.2 紊流動能 84 5.2.3 剪力速度分析 85 5.2.4 阻力係數 值 86 5.3 定床實驗之囚砂率分析 89 5.4 小結 91 六、 結論 93 七、 參考文獻 95zh_TW
dc.language.isoen_USzh_TW
dc.publisher水土保持學系所zh_TW
dc.subjectlocal scouren_US
dc.subject局部沖刷zh_TW
dc.subjectsediment depositionen_US
dc.subjectturbulence kinetic energyen_US
dc.subjectarranged vegetationen_US
dc.subject泥砂落淤zh_TW
dc.subject紊流動能zh_TW
dc.subject擺設型態zh_TW
dc.titleFlow and Bed Form Variations on Arranged Vegetation Experimentsen_US
dc.title植生擺設型態對水流與床砂變化之渠槽實驗zh_TW
dc.typeThesis and Dissertationzh_TW
item.openairecristypehttp://purl.org/coar/resource_type/c_18cf-
item.fulltextno fulltext-
item.cerifentitytypePublications-
item.grantfulltextnone-
item.languageiso639-1en_US-
item.openairetypeThesis and Dissertation-
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